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A model for predicting fracture resistance of fiber reinforced concrete
M. Wecharatana
*
,
S. P. Shah
*
Corresponding author for this work
Civil and Environmental Engineering
Research output
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Article
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peer-review
83
Scopus citations
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Keyphrases
Fracture Resistance
100%
Fiber Bridging
100%
Crack Opening Displacement
100%
Fiber Reinforced Concrete
100%
Bridging Zone
100%
Pullout
50%
Energy Absorption
50%
Linear Elastic Fracture Mechanics
50%
Traction-free
50%
Crack Closing
50%
Process Zone
50%
Notched Beam
50%
Mode I Crack
50%
Double Cantilever Beam Specimen
50%
Closing Pressure
50%
Free Zones
50%
Fiber-reinforced Cementitious Composites
50%
Crack Propagation Resistance
50%
Engineering
Bridging
100%
Fracture Resistance
100%
Fiber-Reinforced Concrete
100%
Fracture Strength
100%
Crack Opening Displacement
100%
Linear Elastic Fracture Mechanic
50%
Process Zone
50%
Pullout Test
50%
Beam Specimen
50%
Absorbed Energy
50%
Double-Cantilever Beam
50%
Crack Propagation
50%
Closing Pressure
50%